REV15278

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Name: RELEVANT SECTIONS FROM FINAL REPORT CRESSON PROJECT QUALITY ASSURANCE MONITORING AND TEST RESULTS
• Type & Sequence: TR33
• Media Type: D
• Archive: No

Prior to placement of a subsequent lift, the previous lift shall be thoroughly
scarified to a nominal depth of 2-inches to provide good bonding between
lifts. Scarification shall be accomplished by discing, raking with a grader,
or an alternative method approved by CERTIFYING ENGINEER.
10. The CQA Monitor wilt measure the ambient air temperature on an hourly
basis. If the ambient air temperature is less than thirty-two degrees
Fahrenheit for more than one hour (1) over the preceding twenty-four 124)
hours, the CQA Monitor will measure the temperature of the fill to
determine if the fill is frozen. 'Frozen' is defined as a mean temperature
of thirty-two degrees Fahrenheit 132°F) or less. The CQA Monitor will
measure the temperature at a depth of three 13) inches and six I6) inches,
recording the lowest of the two. Six I61 measurements will be taken per
acre, and if the average is below thirty-two degrees Fahrenheit (32°F), the
fill will be considered frozen. If the fill is determined to be frozen the
CONTRACTOR may either remove and replace the frozen fill or wait until
subsequent temperature monitoring indicates the fill is unfrozen, at no cost
to CC&V.
B. Structural Fill
Areas to receive Structural Fill will include, but are not limited to, slope
reductions, and miscellaneous site grading.
2. CONTRACTOR shall condition Structural Fill to a moisture content that
allows compaction to the required density and that results in a firm,
unyielding surface capable of allowing the movement of vehicles and
equipment over the surface without causing rutting or other deleterious
effects.
3. CONTRACTOR shall place Structure( Fill materials with less than 30
percent rock materials above 3/4-inch size in maximum 12-inch loose lihs,
and compact to 95 percent of maximum dry density (ASTM D698).
4. CONTRACTOR shaft Condition, place and compact Structural Fill containing
more than 30 percent rock materials above 3/4-inch size frock filq by a
method compaction technique. The compaction equipment shall consist
of a minimum 10-ton (static drum weight) vibratory smooth-0rum
compactor. The number of passes and taose lift thickness shall be subject
to CERTIFYING ENGINEEA'a approval, at no additional cost to CC&V. The
method SPECIFICATIONS may be changed at any time, at the discretion of
CERTIFYING ENGINEER, based upon changes in material characterisrics,
field conditions, and/or compaction equipment.
Maximum rock size for rock fill shalt be two-thirds of the compacted lift
thickness, unless otherwise approved by MANAGER, DESIGN ENGINEFA
and CERTIFYING ENGINEER. CONTRACTOR shall remove oversize
materials from fills at no additional cost to CC&V.
Section 02200 Page 9 of 15 March 2, 1999
Earthworks GolderAssodafes Revision 6
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